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Structural Engineering Forum Of Pakistan


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About Rahulkld

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    2nd Lieutenant

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  • University
    Institute of Engineering, Pulchowk Campus
  • Employer
    Arati and Company Pvt. Ltd.

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  1. That is what I want. and I have found solution thanks for your concern.
  2. That's only half of my question and I have already read that.
  3. What is the difference between : Live, Reducible Live and Roof Live in Etabs 2016? Can I apply live of different intensities in a single slab like image below. As rooms has live of intensity 2KN/M2 but passage and Toilet has 3KN/M2. There are beams only connecting columns no intermediate beam. Thanks
  4. Rahulkld

    Response Spectrum Analysis in ETABS

    Base located at the ground in that case. Location of Base for Seismic Design.pdf
  5. Rahulkld

    Beam/column Capacity

    Finally I got it. It's only available for ACI codes.
  6. Rahulkld

    Beam/column Capacity

    Sorry Sir but still can't find to turn on alert.
  7. Rahulkld

    Beam/column Capacity

    Can't find Sir, Please help me find.
  8. Rahulkld

    Performance based design

    I want to learn performance based design. Please suggest me some best sources to learn for free online.
  9. Rahulkld

    Beam/column Capacity

    Sir how to activate the feature for alert of exceedance of D/C ratio
  10. Rahulkld

    Etabs Analysis Warning Kindly Help

    Another solution can be reduction of no. of meshing. I think size of meshing depends upon boundary conditions also if I'm not wrong.
  11. Rahulkld

    Lift design in ETABS

    It was problem with incorrect local axis assignment at 2nd floor cause of multiple edits, I made a mistake.
  12. Rahulkld

    Lift design in ETABS

    Finally figured it out, thanks for concern.
  13. Rahulkld

    Lift design in ETABS

    I'm trying to design a 4 storey lift in ETABS but while running detailing, rebar details for 2nd floor doesn't show up neither in elevation nor in section. Have anyone else faced such issue? What might be the problem?
  14. Rahulkld

    Modelling Two buildings near by

    I got it sir. The mode shapes of two structures that are not connected to each other are independent. That's the reason ETABS not show the mode shape animation of both buildings at once. If you whant to evaluate the interaction of two buildings that are close to each other (e.g. the damaging contact during a seismic event), a dynamic modal analysis is not the way, this is a non-linear problem. A way to assess this issue is connecting both structures with gap elements and performing a nonlinear time history analysis.
  15. Thank you sir. This forum is by far one of the best forum I'm in.

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